Convincing Features
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Create an architectural model in Autodesk Revit based on engineering drawing of a terrece house.
The document is a set of engineering drawings (RENVOVASI RUMAH TINGGAL 1
LANTAI) for the renovation of a single-story (1 LANTAI) residential terrace house. It includes a floor plan (DENAH LANTAI 1), elevation views (TAMPAK DEPAN, TAMPAK SAMPING KIRI, TAMPAK BELAKANG), sections (POTONGAN A-A, POTONGAN B-B), and detailed plans for foundation, roof, and mechanical, electrical, and plumbing (MEP) systems. The house dimensions on the plan are approximately 16.48 m (vertical) by 11 m.
(horizontal), based on the outermost grid lines.
The house plan utilizes a grid system for alignment and dimensioning.
| Direction | Grid Lines | Distance (m) | Running Dimension (m) |
| Horizontal (Left to Right) | A to B | 1.08 | 1.08 |
| B to C | 1.97 | 3.05 | |
| C to E | 4.29 | 7.34 | |
| E to F | 3.15 | 10.49 | |
| F to G | 0.66 | 11.15 | |
| Vertical (Top to Bottom) | 1 to 2 | 2.3 | 2.3 |
| 2 to 4 | 3.15 | 5.45 | |
| 4 to 6 | 2 | 7.45 | |
| 6 to 7 | 1 | 8.45 | |
| 7 to 9 | 2 | 10.45 | |
| 9 to 10 | 6.01 | 16.48 |
The main floor level (LT.1) is set at ±0.00.
| Element Location | Elevation (m) | |||||
| Main Floor | Kamar Tidur, Ruang Keluarga, R. Tamu, Dapur, R. Makan, T. Wudhu | ±0.00 | ||||
| Wet Area Floor | R. Cuci (Laundry), Kamar Mandi (Bathroom) | −0.15, −0.05 | ||||
| Porch/Terrace
Floor |
Teras (Porch) | −0.05 (Teras -0.05 is shown on the plan) | ||||
| Washing/Drying | R. Jemur (Drying Room), Kolam (Pond/Pool) | −0.10, −0.45 | ||||
| Garage/Garden | Garasi (Garage), Taman (Garden) | −0.20, −0.05, −0.30 | ||||
| Moushollah | Musholla (Prayer Room) | +0.10 | ||||
| Element | Location | Elevation (m) | ||||
| Ceiling/Plafond | Ruang Keluarga, Musholla | +3.50 | ||||
| Kamar Tidur, R. Tamu, R. Makan, Dapur | +4.00 | |||||
| Roof/Deck | Ringbalok (Beam) | +4.50 | ||||
| Highest Roof Ridge | +8.28 | |||||
The floor plan (DENAH LANTAI 1) features the following primary spaces:
| Room Name
(Indonesian) |
English
Translation |
Floor
Level (m) |
Key Dimensions (Grid-based, approx.) |
| Kamar Tidur | Bedroom | ±0.00 | Three bedrooms shown in total |
| Ruang Keluarga | Family Room | ±0.00 | Approx. 4.68 m wide (Section A-A) |
| R. Tamu | Living/Guest
Room |
±0.00 | Located near the main entrance |
| Dapur | Kitchen | ±0.00 | Located between the dining room and wet area |
| R. Makan | Dining Room | ±0.00 | Adjacent to the kitchen |
| Musholla | Prayer Room | +0.10 | Elevated area next to the
Family Room |
| T. Wudhu | Ablution Area | ±0.00 | Located near the Musholla |
| Kamar Mandi | Bathroom | -0.05 | Located near R. Makan and Garasi |
| Garasi | Garage | -0.2 | Located at the front of the house |
| Teras | Porch/Terrace | -0.05 | Main terrace at the back |
| Taman | Garden | −0.05 and −0.30 | Front and rear garden areas |
| R. Cuci / R. Jemur | Laundry / Drying
Room |
−0.15 / −0.10 | Located in the top left corner |
| Kolam | Pond/Pool | -0.45 | Adjacent to R. Jemur |
The typical wall layers for a stacked wall (above the Sloof 15/20 beam) shown in the foundation details (DETAIL PONDASI A & B) are:
The floor layers (above the Sloof 15/20 beam) shown in the foundation details are:
Note: These layers rest on the earth fill (Tanah Urug).
Specific window and door schedules are not provided, but the Front Elevation (TAMPAK DEPAN) indicates the following dimensions for window and door openings:
1.30 m wide.
The highest point of the windows and doors on the façade is shown to be 2.30 m above the ±0.00 floor level (calculated as 0.40 m (upper window section) +1.90 m (main window/door
section height)).
Foundation (Pondasi)
The plans show two primary types of foundation details:
Stone Masonry Foundation (Pondasi Batu Kali): Used for linear loads like walls Material: River stones (Batu Kali) with a mortar mix of 1P: 3K: 10P.
Base Layer: Sirtu (𝑡 = 5 cm) and Batu Kosong (void filler stone).
Dimensions (Detail A): Top width 0.28 m, bottom width 0.80 m, and a total depth from the finished floor (±0.00) down to the bottom of the excavation (−1.30) is 1.30 m. Dimensions (Detail B): Top width 0.25 m, bottom width 0.75 m, and a total depth from the finished floor (±0.00) down to the bottom of the excavation (−1.30) is 1.30 m.
Ground Beam (Sloof)
The ground beam, or Sloof, sits directly on top of the foundation.
Dimension: 15/20. The detailed plan (DETAIL SLOOF) shows a cross-section of
0.15 m wide by 0.20 m high.
Reinforcement:
Longitudinal Steel: 2∅12 (4 bars of 12 mm diameter steel).
Stirrups (Beugel): ∅8 − 15 (8 mm diameter stirrups spaced at 15 cm).
Tie Beam/Roof Beam (Ringbalok)
The ring beam, or Ringbalok, is the structural beam at the top of the walls, supporting the roof structure.
Dimension: 15/20. (Assuming 0.15 m wide by 0.20 m high).
Location: Elevation +4.50 m and +4.00 m. (The +4.50 m seems to be the level
supporting the main roof structure).
Footing (Footplat)
Footings are used for concentrated loads, likely under columns (not explicitly shown in the floor plan but implied by the footing details).
Type: Detail shows a square or rectangular footing.
Reinforcement (Detail A & B):
Main Vertical Bars: ∅13 − 12 (13 mm diameter bars spaced at 12 cm).
Horizontal Reinforcement: ∅13 − 25 (13 mm diameter bars spaced at 25 cm).
Dimensions (Detail A & B):
Footing Width: 1.00 m.
Footing Thickness: 0.20 m.
Total Depth: The bottom of the footing is at −2.30 m from the ±0.00 floor level.
The plan shows a hip-and-valley roof (limasan) structure with a roof pitch angle of 30∘. The detail specifies the use of lightweight steel trusses (CT.75) and Reng RT.15 with a thickness of 0.75 m. The roof cover is indicated as Penutup Atap.
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